1829 results about "Rapid construction" patented technology

The invention relates to methods, apparatus, and software for designing and building virtual environments for playing computer games. A map builder is used to construct one or more two-dimensional maps comprised of tiles selected from a set of tiles, the map or maps representing the virtual environment for the computer game. Data describing the map is then combined with tile data providing 3D geometry to create the virtual environment. The tile data preferably also includes non-visible game-related data such as collision and navigation data, which is also combined to provide game data for the game's virtual environment. The tiles include interfaces for connecting one tile to another and, in a preferred embodiment, two versions of the interface geometry are provided for each tile, one with the interface open, the other with the interface closed. The invention facilitates the rapid construction of 3D virtual environments for playing games.

The present invention is a polymeric panel system and method for production and use thereof, enabling the rapid construction of a building foundation wall or other structure and in particular a below-grade foundation. The polymeric foundation system includes polymeric wall panels and other components suitable for withstanding lateral and end compression loads. The walls include two parallel faces separated by a series of webs or ribs, where the webs and faces of the wall panels may be formed of a similar polymer material such as polyvinylchloride (PVC). The wall panels and / or other components may be extruded so as to enable the rapid production of sections of wall panels, where the panels may be cut to length and then affixed to adjacent panels to form a foundation wall. The method of affixing adjacent panels may include welding, gluing or other techniques and may be performed on the job site or in a pre-fabrication facility. Furthermore, the wall panels may be co-extruded with an insulating material inserted in the voids between the parallel faces so as to provide improved thermal performance of the foundation as well.

A feature-based rapid modeling system that enables a user to construct structural feature models from feature objects representing structural features. The interface enables the rapid construction by allowing for the use of group- and pattern-based feature objects, and by allowing a user to select feature objects based on object properties and object relationship properties, including hierarchical properties. A modeling engine constructs member models based on the feature models, which can be exported to a structure library. The models in the structure library can be imported into new projects, eliminating the need to repeat the construction of the model.

The invention relates to methods, apparatus, and software for designing and building virtual environments for playing computer games. A map builder is used to construct one or more two-dimensional maps comprised of tiles selected from a set of tiles, the map or maps representing the virtual environment for the computer game. Data describing the map is then combined with tile data providing 3D geometry to create the virtual environment. The tile data preferably also includes non-visible game-related data such as collision and navigation data, which is also combined to provide game data for the game's virtual environment. The tiles include interfaces for connecting one tile to another and, in a preferred embodiment, two versions of the interface geometry are provided for each tile, one with the interface open, the other with the interface closed.The invention facilitates the rapid construction of 3D virtual environments for playing games.

An apparatus and methodology to acquire and organize measured or modeled statistical data into optimal reports with a performance engineering mode of use and a design mode of use. In a performance engineering mode of use, the engineer may select from a set of performance questions, and guided by the apparatus and largely automated, create well-defined answers to the performance questions of interest. A series of template manipulations whereby report objects that are embedded within templates may be defined, reused, modified and improved upon to optimize reports and to aid in a report building process in a design mode of use. Methods are taught for the automatic selection and population of data tables. Column selection and column header information is optimized for relevance to the report design or system question at hand. The automatic joining of data from a variety of data sources is taught that allows for the rapid construction of specific reports from within multiple data tables of different types, structures and formats.

The invention discloses a component-oriented multi-language collaborative development device, method and system. According to the method, multiple engines are concentrated under an MVC software system architecture to be constructed; rapid construction of business logic, establishment of a database table and an access system and visual composition of an interface UI are realized through a business logic engine, a database engine, a form engine, etc.; the development process is based on a data layer process, a business layer process and an interface layer process; and multi-person online collaborative programming can be realized through an architecture of a client server. On the basis of component orientation, software fine-grained reuse can be done, a product can be developed through a business custom system, the software development cycle is greatly shortened, working efficiency is improved, and human cost is reduced.

The invention relates to the field of tunnel grouting, in particular to a tunnel information tracing accurate grouting method, which solves the problems of thick reinforcing ring, large number of drilled holes, long construction period and the like of the traditional curtain grouting method adopted in current tunnel grouting. The method comprises the processes of grout stopping wall building, arrangement of orifice tubes and grouting tubes, measurement of the water burst of a drill hole, packer test, hole arrangement, drilling operation and grouting, wherein the hole arrangement and the grouting are performed according to the sequence from an advance geological drill hole to other outer ring holes to an inner ring hole to a working surface stabilizing hole to an access hole to a pipe-shed hole; and steps such as advance big pipe-shed construction of a working chamber and working surface stabilization by using a glass fiber anchor rod are saved. In the invention, a break through is made in the conventional construction philosophy, grouting design and geological change are tightly combined together, a grouting mechanism of 'crack blocking, water reduction, surrounding rock fixation and stratum stabilization' is adopted, the grouting holes are reduced by 30 to 40 percent, grouting quality is improved, the safe and quick construction is guaranteed, major water burst and mud burst accidents are eliminated, and the environment is protected maximally.

The invention relates to a rapid construction method of a conditional gene knockout animal model, which is implemented by using a CRISPR / Cas9 technology. The specific method can be implemented as follows: designing a gRNA target spot sequence, for a to-be-knocked-out gene of an animal, of a CRISPR / Cas9 system, designing a corresponding promoter, constructing a plasmid, thereby implementing conditional gene knockout. According to the invention, the rapid, efficient, simple, feasible, economic, efficient, and wide-applicable-scope construction of a conditional gene knockout animal model can be realized, and the defects existing in traditional methods (specific recombination enzyme system Cre-LoxP) can be overcome.

The invention discloses a construction method of a large-span subway station main body by using an arched cover method and a station main body structure. The construction method comprises the following steps: 1. making first-phase preparations; 2. excavating main body pilot tunnels at the left side and the right side, and carrying out primary support and top beam construction; 3. excavating a middle-part main body pilot tunnel, carrying out primary support and arch buckling construction, and refilling the earthwork; 4. carrying out earthwork excavation on a main body structure in the station, and prestressing force anchor cable construction; 5. carrying out secondary lining construction on the main body structure in the station; and 6. carrying out secondary lining and arch buckling construction on the station main body. The station main body structure comprises the main body structure in the station, a central post, a central plate and a main body arch part, wherein, the main body arch part comprises a middle arch fragment and two side arch fragments respectively arranged in the two side main body pilot tunnels formed by excavation in advance; and the main body arch part comprises a primary support system and a station main body arch buckling secondary lining structure from the outside to the inside. The station main body structure provided by the invention has reasonable design, simple construction steps, convenience in realization, small construction difficulty and rapid construction speed; the subway station formed by the construction method has a stable structure and a good use effect.

The invention discloses a composite beam, which comprises reinforcement concrete prefab beam and section steel joints, wherein both ends of reinforcements of the reinforcement concrete prefab beam are connected with section steels, one end of section steel joint is pre-imbedded into the wall pier concrete and is connected to the reinforcement inside the wall pier, the other end of the section steel joint is remained outside the wall pier, both ends of section steel of the prefab beam and the section steel joints are connected to form the composite prefab beam. Due to the composite beam, the section steel joints and the wall piers are integrated with good connection integration property of the beams and simple process, wherein both ends of the section steel is connected with the section steel joints of the prefab beam to form composite beam, the connection between the prefab beam end and the section steel joints adopts welding, bolt connection type, and the like, the composite beam production can be industrialized, needs no framework, has small materials consumption and rapid construction progress.

The subject invention pertains to a method for constructing, transporting and erecting buildings. The subject invention also relates to buildings which can be transported and erected at a desired site. Advantageously, a specific embodiment of the subject invention can be relocatable. The subject invention is advantageous in situations where an individual or group, such as a school system or construction company, needs temporary, portable buildings which can easily be constructed and broken down for transportation to a new site. In a specific embodiment, the subject method utilizes durable construction materials to comply with building codes and withstand the rigors of years of service in a variety of environmental conditions in addition to providing rapid construction and relocation benefits.

Provided is a method for automatic caching construction of massive timing sequence remote-sensing images in a cloud environment. The method for automatic caching construction of the massive timing sequence remote-sensing images in the cloud environment comprises the steps of carrying out data optimization partition on sub-scene data which are received newly in a fixed time interval aiming at imaging caching construction characteristics in the Hadoop cloud environment, carrying out single-scene or multi-scene data caching calculation, wherein a scene is of a data-block particle size, influencing task scheduling of caching slices through optimizing placement of data blocks in the cloud environment, and thus achieving an automatic caching construction process through a plurality of continuous small-batch MapReduce tasks in time in a condition that time sequence images continuously reach. The method for automatic caching construction of the massive timing sequence remote-sensing images in the cloud environment exerts the characteristic of data localization calculation of MapReduce as far as possible through a plurality of optimizing strategies, can carry out rapid construction and update of various caching services of time sequence reaching remote-sensing data in a short cycle by using scalable cloud computing capacity provided by Hadoop, is applicable to remote-sensing images with different space temporal resolutions and different data sources, and has good universality.

The invention relates to an explosion-proof iron runner castable which comprises the following raw materials in percentage by weight: 55-80 percent of fusion tabular corundum, 10-30 percent of silicon carbide, 1-5 percent of soft clay, 2-5 percent of pure calcium aluminate cement, 1-7 percent of submicron powder, 0.5-1.5 percent of explosion-proof agent and 0.05-0.15 percent of water reducing agent, wherein the explosion-proof agent is a mixture of aluminum powder, aluminum lactate, explosion-proof fiber and boron carbide powder with the weight ratio of 1-2:2.5-4:1-2.5:2-4. The castable of the invention has no cracks after demoulding and drying and no spalling during baking, has the safe explosion-proof temperature of 800 DEG C increased from 500 DEG C, can be subjected to construction under heat state and rapid temperature rise without spalling and can meet the operating requirements of rapid construction of middle and small size blast furnace iron runner. The castable has long service life, can improve the environment of a casting house, greatly reduces the labor intensity of the workers, improves the quality of molten iron and enhances the application safety factor of the iron runner.

The invention discloses a plant gene knockout vector based on a CRISPR / Cas9 technology. The monocotyledon plant gene knockout vector is characterized in that the plant gene knockout vector is a monocotyledon plant CRISPR / Cas9 knockout vector pCambin1300-OsU3-Cas9, and contains the AarI insertion site. According to the present invention, with the CRISPR / Cas9 plant knockout double-component vector pCambin1300-OsU3-2x35s-Cas9 formed from a sgRNA-OsU3 structure sequence comprising the AarI insertion site and a 2x35s-Cas9-ter sequence, the purpose of the efficient and rapid construction of the monocotyledon plant gene knockout vector can be achieved through the one-step digestion linkage method; and the provided CRISPR / Cas9 knockout vector pCambin1300-OsU3-2x35s-Cas9 has characteristics of high targeting efficiency and extremely low undershoot efficiency, and can be used for plant target gene knockout or can be used for plant gene editing in a kit form.

The invention discloses a construction method of a circular reinforced concrete chimney cylinder wall, and a hydraulic sliding mould device, wherein a hydraulic sliding mould construction method is a rapid construction method of dynamically and continuously molding concrete; loads such as an operation platform and a template are completely supported on a support rod which is stabilized by low-age concrete and has small rigidity; the operation platform and the template are driven to climb along the cylinder wall by a hydraulic jack; and the hydraulic jack climbs on the support rod by an oil path system. The hydraulic sliding mould construction employing the sliding mould as an external cylinder wall and building a lining adopts an ''outside sliding and inside building'' construction process featured by synchronously constructing the external cylinder wall and the lining. The hydraulic sliding mould construction is featured by dynamic continuous construction, having fast construction speed in comparison with mould reverse, symmetrically distributing the hydraulic jack on the circumference of the chimney cylinder wall, forming the template by combining a fixed template with a moveable plate and a contracting and separating template, convenient to assemble and dismount as well as regulate the diameter and the circumference of the combined template structure, capable of gradually decreasing the diameter and the circumference of the combined template structure along with the diameter change of the chimney diameter. The hydraulic sliding mould construction is advantaged in few invested construction operators and convenient management.

The invention discloses a road base reinforcing high-polymer loading and grouting method. Aiming at semi-rigid road surface with an incompact base, and flexible base road surface, additional load is applied to the road surface by a loading device, an expansive force of the reacted high-polymer material is prevented from supporting the road surface; and by injecting the high-polymer material into the base, the volume of the reacted material rapidly expands, and the incompact base is solidified so as to fulfill the aim of reinforcing the base. The method has the characteristics of good treatment effect, rapid construction, no curing need, high pertinence, high controllability, fund conservation and the like; and compared with the conventional maintenance method, the method is obviously innovative in technical principle, construction method and other aspects. The unique road base reinforcing method can save a lot of funds and construction period, avoids bad social impact due to long-term traffic closure, and contributes to protecting environment and saving resources.

Devices for the manufacturing of high-quality building blocks, such as oligonucleotides, are described herein. Nano-scale devices allow for selective control over reaction conditions. Further, methods and devices described herein allow for the rapid construction of large libraries of highly accurate nucleic acids.

The invention discloses a novel reaction system for rapidly constructing a plant gene site-directed knockout carrier. The system comprises 1) based on a CRISPR-Cas system carrier, the carrier comprises the DNA molecules having the following characteristics: an agrobacterium infection method is used for carrier conversion to the plant, a carrier capable of simultaneously realizing driving of SgRNA by an OsU3 promoter for transcription and driving of Cas9 protein by an Ubiquitin promoter for expression; 2) restriction enzyme AarI; 3) buffer and Oligo required by a reaction of the restriction enzyme AarI; 4) target gene site specific DNA double chain; and 5) T4DNA ligase and ATP required by an enzyme reaction. The system only requires 5-10 reaction cycles for rapidly and efficiently completing a construction process of plasmid, greatly simplify the operation flow, and satisfies the requirement of rapid construction with high flux for plant gene site-directed knockout plasmid.

The present invention discloses a structure for supporting multi-layer aquaculture facilities by the usage of construction scaffold systems and other supporting structures used by commercial storage / retrieval and horticulture greenhouse systems, allowing rapid construction of multi-layer aquaculture systems to be achieved with commercially available components. The modifications and conversions of the components involve transforming existing supporting systems, stairways or powered elevating systems, environment adjusting modules, and positioning parts into various components of a multi-layer aquaculture facility, including: 1) various frames supporting water tanks and pipe lines in multi-layer aquaculture facilities, 2) vertical stairways and elevating systems for transporting people and goods in multi-layer aquaculture facilities, 3) environment adjusting modules, 4) holding, positioning and stabilizing components in multi-layer aquaculture facilities, and 5) personnel safety components in multi-layer aquaculture facilities. These aquaculture facilities include small aquaculture facilities used in laboratories and classrooms, medium-size aquaculture facilities used for exhibit and display purposes, and large aquaculture facilities used in aquaculture farms. The cultured aquatics include fishes, shrimps, shellfishes, and algae.

The invention discloses a method for realizing intelligent operation and precision marketing through big data modeling. The method comprises the following steps of 1, acquiring various data of a product in an APP access process of a user; 2, integrating the various acquired real-time data and offline data by establishing a Hadoop-based big data ecological platform; 3, adopting artificial intelligence, a machine learning algorithm and a probability statistics model, and realizing rapid construction of a marketing model through self-defined model indexes; and 4, completing the configuration of the decision flow and the test engine in the engine system, when the user triggers a certain strategy response rule in the process of using the app, automatically pushing a corresponding operation strategy by the background, and pushing different information by aiming at different users in a personalized manner at the app end. According to the method, the data value is continuously mined from the service demand and the user demand to form the service experience and the data model, data support is provided for operation strategy optimization and product innovation, and the operation cost is saved while the user experience is improved.

The invention belongs to the technical field of installing construction of large-span steel tube truss protective sheds in building installation engineering and particularly relates to a rapid-construction method used for overall installation of a large-span steel truss. By the adoption of the method, a temporary support or a full support is prevented from being erected inside an existing line, and basic construction time and key point operation time inside the existing line are shortened. The method includes the detailed construction steps that 1, steel stand columns are installed; 2, the truss is pre-pressed; 3, the truss is spliced on site; 4, a space truss is integrally hoisted; 5, secondary truss bodies between sets are hoisted; 6, other truss bodies are hoisted. The method has the advantages that the construction technology is simple, practical value is high, the using effect is good, technical requirements of related specifications are met, construction quality is guaranteed, construction efficiency is improved, operation time inside the existing line is shortened, interference caused by a traveling crane inside the existing line is reduced, safety risks are reduced, the construction period is shortened, the construction cost is lowered, and good economic benefits are achieved.

The invention discloses a rapid construction method for an indoor secondary light partition wall. The method includes the following steps that a keel frame is erected, wherein the keel frame comprises joint keels and vertical keels; waterproof membrane layers are pasted on two side faces of the keep frame; a plurality of keel strips are horizontally arranged on the waterproof membrane layers and are connected to the vertical keels so as to press the waterproof membrane layers; shingles are laid on the keel strips. The invention further discloses the indoor secondary light partition wall manufactured according to the method. The rapid construction method for the indoor secondary light partition wall and the indoor secondary light partition wall solve the problems of connection, fixation, construction and the like of the light secondary partition wall, the installed partition wall is firm, vertical, smooth, free of cracks and capable of meeting the requirements for the anti-seismic function and the use function, the problems that the wall cracks, and electrical devices are difficult to fix are effectively solved, construction procedures are simplified, and sound insulation and fire resistance performance is improved.

The invention discloses a fast large-cross-section tunnel construction method adapting to complicated and variable geological conditions. Middle walls and steps are combined, whether the arrangement of temporary inverted arches of each steps and middle partition walls of upper, middle and lower steps is needed or not is determined according to actual geological condition change conditions and field monitoring information in the tunnel construction process, when the rock surrounding condition becomes poor in the tunnel construction process, temporary support and protection of each excavated parts are respectively implemented, when the rock surrounding condition becomes good, a plurality of small excavated parts can be combined into a large excavated part until the full cross-section one-step excavation forming method is adopted, and division positions of each excavated parts in the construction process is not changed. The method has the advantages that in the construction, the conversion problem of the construction method does not exist when the geological conditions are changed, the construction speed of large-cross-section tunnels under the complicated and variable geological conditions is greatly accelerated, the construction work period is shortened, and the construction cost can be properly reduced.

The invention provides a rapid construction system for zero-coding application software. The rapid construction system comprises the following modules: a data modeling module used for classifying, constructing, managing and synchronizing massive data table types; a form modeling module; a list modeling module; a process modeling module; a capability supporting module providing various bottom layersupport capabilities and interfaces; and a basic function module. The beneficial effects of the invention are that: a development platform which is low in cost, high in efficiency and capable of supporting a building block building form is provided and is used for building various form business systems; and by reducing a development threshold (supporting the use of people with few computer backgrounds or even no computer backgrounds) and improving system development efficiency (wherein codes do not need to be written module by module and can be written through simple dragging), the purpose ofquickly realizing business system development is achieved, quick response to user changes is supported, and configuration is realized.

The invention relates to an outer heat insulation system for an outer wall sprayed with polyurethane hard bubble. The system is composed of moistureproof priming paint, polyurethane hard bubble, interface slurry, a levelling layer, alkali resistant grid cloth, plaster slurry, and a base wall, wherein the polyurethane hard bubble is directly arranged on the base wall surface coated with moistureproof priming paint, the outside of the polyurethane hard bubble is provided with the levelling layer, the interface slurry is disposed between the levelling layer and the polyurethane hard bubble, the outside of the levelling layer is provided with the alkali resistant grid cloth, and the outside of the alkali resistant grid cloth is provided with the plaster slurry. The system of the invention has simple structure and rapid construction, can effectively prevent the empty drum, crack, and water seepage of the wall surface, and has fireproof function.

The invention, which belongs to the technical field of construction of an urban three-dimensional model, especially relates to a dense-point-cloud-based rapid construction method of an urban three-dimensional model. With the method, technical problems of low efficiency and the like in the prior art can be solved. The dense-point-cloud-based rapid construction method comprises: A, carrying out adaptive blocking on point cloud data; B, carrying out three-dimensional TIN model construction on the divided blocks; C, selecting an image with the best quality from a multi-view slanted image for each surface of the three-dimensional TIN model and using the image as a texture data source; D, after selection of the texture data sources with the best qualities, carrying out texture extraction; E, carrying out substitution of textures of shielded parts to complete vulnerability repairing of the textures; and F, pasting the preferably selected textures to the surface of the three-dimensional TIN model to generate a three-dimensional model with a lifelike effect. The method has advantages: firstly, the construction efficiency is high; and secondly, the texture quality is improved and the lifelike effect is realized.

The invention discloses a rapid construction method of a weak surrounding rock large-section multi-arc tunnel. According to the invention, in tunnel construction, the main tunnel on one side of the multi-arc tunnel and the place of a partition wall are synchronously excavated; the tunnel excavation is implemented by using a double side-wall heading method; then, a primary support and the partition wall are constructed before the secondary lining of the tunnel; and finally, the main tunnel on the other side of the multi-arc tunnel is excavated by using a single side-wall heading method, and a corresponding support structure is built. Compared with the traditional multi-arc tunnel construction method, the construction method disclosed by the invention does not need to cut through a middle guide tunnel and build the partition wall before excavating the main tunnels on the two sides, thereby greatly accelerating the construction of the multi-arc tunnel, shortening the construction period and properly lowering the construction cost.

The invention aims at providing a rapid construction and analysis method for a power-grid topology relation. The method includes constructing the power-grid topology relation, and performing power-grid analysis and power-grid topology verification according to the power-grid topology relation, wherein constructing of the power-grid topology relation includes constructing of a topology space data structure; the power-grid analysis includes power-grid connectivity analysis, power-grid tracking analysis, power-off-area analysis and power-grid topology verification analysis; and the power-grid topology verification includes verification of subordination relation, inclusion relation and connection relation of electrical devices. The rapid construction and analysis method for the power-grid topology relation is capable of performing topology reconstruction and inspection in a real-time manner. The method not only pays close attention to processing of space data, but also pays more attention to the connection relation of the devices and expression of the power-grid topology and power-grid topology application analysis.